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Home My WebLink AboutGRD2015-00012 Expired - GRD Permit / Conditions - 7/20/2023 1115PULAIU11 L111tl tJOU)4L/-/LOL MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext.352 Mason County Bldg. III k 426 W. Cedar St = Shelton, WA 98584 54 LAND MODIFICATION BUILDING PERMIT GRD2015-00012 OWNER: SAND HILL ELEMENTARY SCHOOL RECEIVED: 7/28/2015 CONTRACTOR: LICENSE: EXP: ISSUED: 11/3/2015 ENGINEER: LICENSE: EXP: EXPIRES: SITE ADDRESS: 791 NE SAND HILL RD BELFAIR PARCEL NUMBER: 123301350010 LEGAL DESCRIPTION: LOT 1 OF LLS#08-02 PTN OF E1/2 NE S 35/78 PROJECT DESCRIPTION: DIRECTIONS TO SITE: GRADING PERMIT TO.PREPARE LOCATION FOR 2 PORTABLES BEING FOLLOW ST RT 3 TO BELFAIR, L ON ST RT 300/NORTH SHORE RD, R INSTALLED (SEE COM2015-00111 &COM2015-00112) ON SAND HILL RD TO SITE ADDRESS Inspection Area: Fill?: No Comp. Plan Desig.: Rural Grading?: Yes IRO Desig.: Cutting?: No Shoreline Desig.: Not Applicable Area Graded: 4,992.00 Square Feet SEPA?: No Cubic Yards: 300.00 FEES Type By Date Amount Receipt Grading Permit Fee GMM 7/28/2015 $111.71 S120150001 Grading Plan Check Fee GMM 7/28/2015 $57.41 S120150001 Planning Review Fee GMM 7/28/2015 $205.00 S120150001 Planning Stormwater Rev GMM 7/28/2015 $255.00 S120150001 Building State Fee RTB 9/29/2015 $4.50 S120150001 Total $633.62 GRD2015-00012 Please refer to the following page(s)for conditions of this permit. Page 1 of 6 CONDITIONS FOR GRD2015-00012 1) Approved per site plan and topographic cross-section submitted on 07-29-2015. X 2) All construction and demolition debris must be removed from the shore area after project completion. Prop '1 posal of construction debris must be on land in such a manner that debris cannot enter or cause water quality degradation of State waters. X 3) Temporary Erosion control Vm@sures (straw, silt fencing, or surface matting) must be implemented to prevent water quality degradation of adjacent waters or properties. X 4) All upland areas disturbeAr newly created by construction activities shall be seeded, vegetated or given some other equivalent type of protection against erosion. X V 5) All surface water and potential runoff from the proposed development will be controlled on site in drywells and infiltration trenches, and shall not adversely affect any adjacent properties, cause sediment deposits, nor increase the velocity flow entering or abutting to any state or county culvert or ditch system 9--0qad way. X GRD2015-00012 Please refer to the following page(s)for conditions of this permit. Page 2 of 6 ( HrrRV VCU rLMNQ UN 01 1 C All approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Departm n rior to any further inspections being_performed or approvals granted. X � CHANGES TO APPROVED PLANS All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or gulation, must be reviewed and approved by Mason County prior to construction. X CUT LIMITATIONS The slope of cut surfaces shall be no steeper than is safe for the intended use and shall be no steeper than two horizontal to one vertical unless the permittee furnishes a soils engineering or an engineering geology report, or both, stating that the site has been investigated and giving an opinion that a cut at a stems slope will be stable and not create a hazard to public or private property. X DRAINAGE AND TERRACING Unless otherwise indicated on the approved grading plan, drainage facilities and terracing shall conform to the provisions of this section for cut or fill slopes steeper than three horizontal to one vertical. Terrace. Terraces at least six feet in width shall be established at not more than thirty-foot vertical intervals on all cut or fill slopes to control surface drainage and debris; except when only one terrace is required, it shall be at midheight. For cut or fill slopes greater than sixty feet and up to one hundred twenty feet in vertical height, one terrace at approximately midheight shall be twelve feet in width. Terrace widths and spacing for cut and fill slopes greater than one hundred twenty feet in height shall be designed by the civil engineer and approved by the official. Suitable access shall be provided to permit proper cleaning and maintenance. Swales or ditches on terraces shall have a (minimum) gradient of five percent and must be paved with reinforced concrete not less than three inches in thickness or with an approved equal surface material. They shall have a minimum depth at the deepest point of one foot and a minimum surface width of five feet. A single run of swale or ditch shall not collect runoff from a tributary area exceeding thirteen thousand five hundred square feet(projected)without discharging into a down drain.An analysis by a licensed engineer may be required to determine pipe or swale size, as determined by the official. Subsurface Drainage. Cut and fill slopes shall be provided with subsurface drainage as necessary for stability. In compliance with the Mason County practices regarding stormwater management, all drainage facilities shall be designed to carry waters to the nearest practicable drainage way approved by the official or other appropriate jurisdiction as a safe place to deposit such waters. Erosion of ground in the area o�charge shall be prevented by installation of nonerosive downdrains or other devices. X v EROSION CONTROL The faces of cut and fill slopes shall be prepared and maintained to control against erosion. This control may consist of effective planting. The protection for the slopes shall be installed as soon as practicable and prior to calling for final approval. Where necessary, check dams, cribbing, riprap or other devices or ruethods shall be employed to control erosion and provide safety. X FINAL INSPECTION REQUIRED All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason Cou ordinances and building regulations. X GRD2015-00012 Please refer to the following page(s)for conditions of this permit. Page 3 of 6 I'tKIVIII LAMKHIIUIV All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holders prevented action from being taken. No more than one extension may be granted. X ( A.) PROPERTY LINES All property lines shall be clearly identified at the time of inspection. X SETBACKS-CUTS The top of cut slopes shall not be made nearer to a site boundary line than one-fifth of the vertical height of cut with a minimum of two feet and a maximum of ten feet. The setback may need to be increased for any required interceptor drains. The top of the cut slope shall be finished as a rounded or bald he ope. X o SETBACKS - FILLS Setback dimensions shall be horizontal distances measured perpendicular to the site boundary. Toe of Fill Slope. The toe of fill slope shall be made not nearer to the site boundary line than one-half the height of the slope with a minimum of two feet and a maximum of twenty feet. Where a fill slope is to be located near the site boundary and the adjacent off-site property is developed, special precautions shall be incorporated in the work as the official deems necessary to protect the adjoining property from damage as a result of such grading. These precautions may include but are not limited to: Additional setbacks; Provision for retaining or slough walls; Mechanical or chemical treatment of the fill slope surface to minimize erosion; Provisions f, he control of surface waters. X FILLS Preparation of Ground. Fill slopes shall not be constructed on natural slopes steeper than 2:1. The ground surface shall be prepared to receive fill by removing vegetation, noncomplying fill, topsoil and other unsuitable materials; by scarifying to provide a bond with the new fill; and, where slopes are steeper than 5:1 and the height is greater than five feet, by benching into sound bedrock or other competent material as determined by the soils engineer. The bench under the toe of a fill on a slope steeper than 5:1 shall be at least ten feet wide. The area beyond the toe of fill shall be sloped for sheet overflow or provided with a sub-drain. When fill is to be placed over a cut, the bench under the toe of fill shall be at least ten feet wide, but the cut shall be made before placing the fill and accepted by the soils engineer or engineering geologist, or both, as a suitable foundation for fill. Fill Material. Organic material shall not be permitted in fills. No rock or similar irreducible material with a maximum dimension greater than twelve inches shall be buried or placed in fills. Compaction. All fills shall,be compacted minimum of ninety percent of maximum density at optimum moisture content determined in accordance with ASTM D 1557. The slope of fill curfaces shall be no steeper than is safe for the intended use. Fill slopes shall be no steeper than two horizontal to one vertical. X COMPACTION REPORT A COMPACTION REPORT PREPARED AND SIGNED LICENSED DESIGN PROFESSIONAL SHALL BE REQUIRED. THE REPORT SHALL VERIFY THAT FILL MATERIAL HAS BEEN COMPACTED TO NOT LESS THAN NINETY-PERCENT OF MAXIMUM DRY DENSITY. SUBMIT COMPACTION REPORT(S THE MASON COUNTY BUILDING DEPT., PO BOX 186, SHELTON, WA 98584 PRIOR TO THE FINAL INSPECTION. X Plastic Materials in Multi-Story Buildings GRD2015-00012 Please refer to the following page(s)for conditions of this permit. Page 4 of 6 I I ne use ul POSLIG Il aLelldl III IIIUILI-SLU1y UUIIUI11yb Illdy UC IIIIIILCU IIUL LU C/LI:CCU JU-IL dllU/Ul IIIVIC Ulclll J-ALUIICJ UIIICJA dl.Jl.J1UVCU Uy IIIdIIUIdL,LUICI specifications or engineer design. When plastic materials are used, werify that the material used for plumbing or other distribution system is approved as install "lastic materials are used provide manufacturer specifications for the building inspector during the inspection. X 7) All other nebdssary permits from Mason County, Washington State and/or Federal Agencies that ar equired for this proposed development and construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. X 8) All fills shall be compacted to a minimum of 90 percent of maximum density.X 9) ALL CLEARING,CUTTING, GRADING, EXCAVATING, TERRACING, FILLING AND SIMILIAR WORK WILL BE REGULATED BY THE REQUIREMENTS PURSUANT TO THE MASON COUNTY GRADING PERMIT STANDARDS ADOPTED BY RESOLUTION 141-96 and MASON COUNTY C TITLE 14, CHAPTER 14.44. X 10) Owner/A responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X This permit becomes null and void if work or construction authorized is not commenced within 180 days, or if construction or work is suspended for a period of 180 days at any time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied. OWNER OR AGENT: DATE: 11 GRD2015-00012 Please refer to the following page(s)for conditions of this permit. Page 5 of 6 MASON COUNTY PERMIT NO. 015-dnola E' DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING•PLANNING•FIRE MARSHAL WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352 "{Y Mason County Bldg. III,426 West Cedar Street (360)275-V67 Belfair ext.352 1834 a PO Box 279,Shelton,WA 98584 (360)482-5269 Elma ext. 352 iLDING All-An LAND MODIFICATION PERMIT OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:NORTH MASON SCHOOL DISTRICT NO. 403 NAME: TBD MAILING ADDRESS:71 E CAMPUS DRIVE MAILING ADDRESS: CITY:BELFAIR STATE:WA ZIP:98528 CITY: STATE: ZIP: PHONE:(360) 277-2300 CELL: PHONE: CELL: EMAIL:drosenbach@northmasonschools.org EMAIL : eric@hainline.net L&I REG# EXP. PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER) 12330-13-50010 FIRE DISTRICTCM F LEGAL DESCRIPTION(ABBREVIATED)): LOT 1 OF LLS#08-02 PTN OF E1/2 NE S 35/78 SITE ADDRESS 791 NE Sand Hill Road CITY Belfair, WA 98528 DIRECTIONS TO SITE ADDRESS Down North Shore Road, Right on Sand Hill Top of the hill IS PROPERTY WITHIN 200 FT: NO SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM❑ DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES El NO [� WILL TIMBER BE CUT AND SOLD IN PARCEL PREPARATION? YES ❑ NO TYPE OF JOB: EXCAVATION ❑ FILLING ❑ GRADING R' CUTTING ❑ OTHER ❑ TOTAL SIZE OF PARCEL 45.3 ACRES/SQ FT SIZE OF AREA TO BE EFFECTED 4,992 SFACRES/SQ FT ESTIMATED AMOUNTY OF CUBIC YARDS No export. Removing of topsoil DOES THE SITE HAVE SLOPES 14%OR GREATER YES❑ NORf DESCRIBE SCOPE OF WORK Prepare existing developed grade to receive (2) double classroom portables, add side walks and provide electrical and low voltage services. . WILL FILL BE BROUGHT ON SITE? IF YES,SITE ADDRESS: NO WILL EXCAVATED MATERIAL BE TAKEN OFF SITE?IF YES,SITE ADDRESS: NO DOES FILL CONTAIN POTENTIAL HAZARDOUS MATERIALS? YES ❑ NO Ir HAS A SOILS REPORT BEEN COMPLETED ON SITE?IF YES,INCLUDE A COPY. YES Q'NO ❑ WILL PROPSAL RESULT IN REDIRECTION OF ANY SURFACE WWATER RUNOFF? YES &rNO ❑ WILL WORK ALTER WHERE STORMWATER OF GROUND WATER ENTERS OR EXISTS THE SITE? YES Q'NO ❑ WILL QUALITY,QUANTITY OR VELOCITY OF STORM/GROUND WATER BE ALTERED? YES Q'NO❑ WILL THE RUNOFF BE COLLETED/CONTROLLED BY INTERCEPTORS,CURTAIN DRAINS OR OTHER DEVICES? YES Q'N 0 ❑ WILL THE LAND BE REPLANTED UPON COMPLETION? YES Q'NO ❑ WILL THE PROPOSAL RESULT IN SLOPES STEEPER THAN THOSE CURRENTLY ON SITE? YES Q'NO ❑ IS THE SITE WITHIN 200 FT OF A DESIGNATED SHORELINE OR A WETLAND? YES ❑ NO ❑v' OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECT ACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. -I d- ure of Applicant Date X and Mow OWNER Cj§jjjRESENTATIVE CONTRACTOR Print Name ICATE) 4815 CENTER STREET. TACOMA, WA. 98409 (253) 474-9449 FAX (253) 474-0153 NORTH CONTACT: MARTY MERRIOTT, PROJECT MANAGER NOTES 1. EQUIPMENT USED: r � - ,`w � rdz 2. THIS SURVEY WA. e /' RESULTS MEETIN( CONTAINED IN W. CON 2 ACJ t5 +ow '� WITH A ti EQUIPMENNTT MANI �� 3. IN ACCORDANCE ON HIGH SCHOOL / 1325.20' -` -- -_-_" "Y AND THE WASHIN SURVEY MAY DEF DEEDED LOT LINE o ck� REPRESENT A PC DOES NOT PURP( z J 4. FIELD WORK PERF �---- 5. UTILITIES AS SHO Vv� Q OF UTILITY LOCA' SERVICES INC. IN Q � SHOWN MAY EXIS THAT THE UNDER Cd�/�� INDICATED. THE 4V`V Lu ACCURATELY AS LOCATE LINES. UTILITY DATA IS STANDARD GUIDEI HORIZONTA WASHINGTON STAT NORTH ZONE, NAD VERTICAL E NAVD 88 ESTABLISHED VERT NGSPROJECT SITEFRAME PUBLISHED GE SITE TBM: MAG NAIL ON NOR ELEVATION - 285. OVERALL SITE PLAN NORTH SCALE:1°=200'